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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.8 LAccepted-AOC | 1 | Accepted-AOC lowest bidder | |
| 2 | 2₹5.2 L+₹38,308.32 (8.00%)Rejected-Finance | 2 | Rejected-Finance highest bidder | |
| 3 | 3₹5.5 L+₹66,888.84 (14.0%)Rejected-Finance KALLIYOOR P O THIRUVANANTHAPURAM 42 KERALA | 42 | 3 | Rejected-Finance highest bidder |
| Sl No | Description | Qty | Unit | MAYFAIR J M L2 | SARATH S L3 | PRASANTH PS L1 |
|---|---|---|---|---|---|---|
| 1.00Maintenance of road | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 27.36 | cum | 400 ₹10,944 | 414 ₹11,327.04 | 364.2 ₹9,964.51 Lowest |
| 1.00 | OD87599/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix
1:3:6 (modified 11.4.1.1 form work excluded | 4.56 | cum | 8,000 ₹36,480 | 8,124 ₹37,045.44 | 7,127.22 ₹32,500.12 Lowest |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 30.78 | cum | 9,000 ₹2,77,020 | 9,833 ₹3,02,659.74 | 8,626.66 ₹2,65,528.59 Lowest |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.72 | tonne | 95,000 ₹1,63,780 | 94,914 ₹1,63,631.74 | 83,257.32 ₹1,43,535.62 Lowest |
| 1.00 | OD87643/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering ,lead upto 50 m and lift
up to 1.5m as per direction of site Engineer-in-charge | 65.46 | cum | 400 ₹26,184 | 436 ₹28,540.56 | 383.03 ₹25,073.14 Lowest |
| 1.01 | OD87644/2026-2027:S/F Information Board 75X60 cm size using GI pipe as post 1mm thick MS sheet surrounderedby MS angles including painting lettering and fixing in concrete etc as per the direction of e-i-c | 1 | each | 2,554 ₹2,554 | 2,338 ₹2,338 | 2,051.7 ₹2,051.7 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,828
Closing Date
11 Aug 2026, 5:00 pmClosed
AE LSGD
AE LSGD PANAVOOR GP
Annual Plan-2026-27 -Panavoor Grama Panchayath- Project. N0.09-27 -Construction Of Konganamkode- Ambazhamthundu Bund Road W-10-General Civil Work
2026_LSGD_863956_1
3/2026-27/AE/LID/EW/PVRGP New1
Open Tender
Civil Works - Roads
Item Rate
120 days
PANAVOOR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,828
Yes
24 Sept 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
3 Aug 2026 - 11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance of road | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1 | cum | - | - |
| 1.002 | OD87599/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix
1:3:6 (modified 11.4.1.1 form work excluded | 1 | cum | - | - |
| 1.003 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | - | cum | - | - |
| 1.004 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
| 1.005 | OD87643/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering ,lead upto 50 m and lift
up to 1.5m as per direction of site Engineer-in-charge | 1 | cum | - | - |
| 1.006 | OD87644/2026-2027:S/F Information Board 75X60 cm size using GI pipe as post 1mm thick MS sheet surrounderedby MS angles including painting lettering and fixing in concrete etc as per the direction of e-i-c | - | each | - | - |
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